Errata for “Alternative Approaches for Elastic Analysis and Design of Steel Frames. I. Overview and II: Verification Studies” by Andrea E. Surovek-Maleck and Donald W. White
You are viewing the correction.
VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 131, Issue 9
The acknowledgements sections of these papers were inadvertently omitted. The authors wish to acknowledge the AISC-SSRC Ad Hoc Committee on Frame Stability (Joseph Yura, University of Texas, Austin and Greg Deierlein, Stanford University co-chairs) and AISC Task Committee 10 (Shankar Nair, Chair and Greg Deierlein, Vice-Chair; Joseph Yura, University of Texas, Austin, Past-Chair and Richard Henige, LeMessurier Associates, Cambridge, Mass., Past-Vice-Chair) for key interactions and beneficial input during the course of their research. These papers discuss a critical flaw within the ASCE (1997) Notional Load Approach that is corrected within the proposed modified elastic analysis-design procedure. This critical flaw was discovered by the AISC-SSRC Ad Hoc Committee during the development of the related direct analysis method of the AISC (2005) Specification.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Published online: Sep 1, 2005
Published in print: Sep 2005
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.